CN106120858A - A kind of immersed tube pipeline section floading condition manufacture method of box hat outsourcing - Google Patents
A kind of immersed tube pipeline section floading condition manufacture method of box hat outsourcing Download PDFInfo
- Publication number
- CN106120858A CN106120858A CN201610714069.XA CN201610714069A CN106120858A CN 106120858 A CN106120858 A CN 106120858A CN 201610714069 A CN201610714069 A CN 201610714069A CN 106120858 A CN106120858 A CN 106120858A
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- steel plate
- pipeline section
- pours
- concrete
- immersed tube
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/063—Tunnels submerged into, or built in, open water
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- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
The invention discloses the immersed tube pipeline section floading condition manufacture method of a kind of box hat outsourcing, first steel plate is processed into U-shaped by the method, ribbed stiffener it is welded with inside steel plate, rivet and temporary support, and assembling reinforcement pours two ends each 3～4m scope pours tunneling boring concrete in U-shaped steel plate, remainder pours base plate, all mid-board and bottom 3～4m side wall concretes, steel end housing is installed at two ends, steel end seal wall and guider, afterwards pipeline section is slipped in water, transportation by driving pours to carrying out at outfitting quay remaining armored concrete floading condition, carry out secondary fitting-out, finally by section floating to specifying position to carry out sinking.The method is not required to excavate Large Foundation Pit, and floor space is little, and dredging amount is little, and the suitability is strong, and cost is low.
Description
Technical field
The present invention relates to a kind of method of prefabricated immersed tube pipeline section in immersed tube tunnel, specifically refer to the immersed tube pipeline section of box hat outsourcing
Floading condition manufacture method.
Background technology
The prefabrication of tube section method of immersed tube tunnel decides the success or failure of whole engineering, and at present, prefabrication of tube section all enters in dry-docking
OK, dry-docking scheme has mobile dock scheme, fixing dry-docking scheme and batch production dry-docking scheme.
Mobile dock scheme is built or is rented large-scale partly diving exactly and refutes as packaged type dry-docking, completes on mobile dock
Pipeline section prefabricated, then utilizes tugboat that half latent refuting is hauled to dive in the basin built up near tunnel, it is achieved pipeline section with refute
The separation of ship, then section floating to tunnel location is completed sinking mating operation.
Fixing dry-docking scheme is the Large Foundation Pit made near tunnel, bottom surface absolute altitude the eating according to section floating of foundation ditch
Water depth controls.Making pipeline section in fixing dry-docking, tube manufacture is opened dock gate after completing, pipeline section is hauled tunnel location and sinks
Put.Fixing dry-docking is divided into again axis dry-docking, side to build a few class such as dry-docking, independent dry-docking.
Batch production dry-docking refers to carry out technology arrangement according to continuous-flow type prefabricated production line, and all pre-manufacturings are in Factory Building 24
Hour be carried out continuously, each sections after fixing pedestal upper, maintenance 3d, pushing tow forward, vacate and pour pedestal, next joint
The sections neighbor that Duan Yugang ejects is prefabricated.So the most prefabricated pushing tow piecemeal, pours until completing whole sections, overall top
It is pushed into shallow depressed place to carry out interim prestressed cable stretch-draw and form entirety, completes a fitting-out, be then shut off between shallow depressed place and pre-fabricated factory
Sliding caisson, shallow depressed place pours water, and pipeline section floating moves to deep depressed place, finally opens deep depressed place transportation by driving on-the-spot to sinking.Denmark and Sweden etc.
The workshop of immersed tube pipeline section is all had in country, and this pre-fabricated factory is suitable for Large-scale Super Long immersed tube tunnel (maybe can obtain length
The region that phase stable pipeline section is ordered) prefabrication of tube section.The built port Zhuhai and Macao bridge of Oresund Bridge immersed tube tunnel and China
It is exactly to use batch production dry-docking.
Existing dry-docking scheme is primarily present following defect:
(1) mobile dock is only applicable to 4 tracks and following situation, more than 4 tracks larger due to pipeline section, and matched half
Diving, it is less to refute, and rents the half latent difficulty refuted bigger；
(2) mobile dock is in order to make refute latent with half of pipeline section separate the dive basin needing excavation deeper, to navigation channel and environmental effect
Bigger；
(3) fixing dry-docking needs excavation Large Foundation Pit to carry out prefabricated tube section, and cost is higher and bigger on surrounding enviroment impact；
(4) batch production dry-docking floor space is relatively big, and cost is the highest, is only suitable for Large-scale Super Long immersed tube tunnel.
Therefore, it is necessary to prior art is improved.
Summary of the invention
In order to solve the problems referred to above, the invention provides the immersed tube pipeline section floading condition manufacture method of a kind of box hat outsourcing, the party
Method floor space is less, it is to avoid excavate on the bank, reduces section floating waterway dredging amount simultaneously, and is applicable to various scale immersed tube tunnel
Road.
The technical solution adopted in the present invention is:
The immersed tube pipeline section floading condition manufacture method of a kind of box hat outsourcing, it is characterised in that comprise the following steps:
(1) smooth location, construction steel plate job shop, outfitting quay and slideway district, described steel plate job shop includes cutting milling
Workshop, limit, sandblasting Painting Shop and lamellar body assemble district；
(2) inner side welding ribbed stiffener and rivet after steel plate cleaved milling limit, sandblasting application and lamellar body assemble；
(3) described steel plate is positioned in slideway district welds U-shaped and weld temporary support；
(4) each 3～4 meters of scopes in two ends pour tunneling boring concrete, remainder pour base plate, whole mid-board and bottom 3～
4m side wall concrete；
(5) steel end housing, steel end seal wall and guider are installed in two ends；
(6) pipeline section is slipped in water by jack and winch；
(7) delivery of described pipeline section is carried out remaining side wall to outfitting quay and concrete roof pours；
(8) remove described temporary support, and water tank component is arranged on inner tube segment by post-cast strip and interim manhole；
(9) pour post-cast strip concrete, carry out secondary fitting-out, afterwards by section floating to specifying position to carry out sinking.
The invention have the benefit that
(1) the prefabrication of tube section method of the present invention need not the latentest be refuted compared with mobile dock, can avoid the excavation of dive basin, therefore
It can reduce the impact on environment, reduce construction costs, and the most not dived by half to refute is restricted the immersed tube tunnel being applicable to all scales
Road.
(2) the prefabrication of tube section method of the present invention can avoid the excavation of Large Foundation Pit compared with fixing dry-docking, saves occupation of land face
Long-pending, reduce training of channel amount during section floating, reduce construction costs.
(3) present invention can reduce floor space and port basin amount compared with batch production dry-docking, reduces construction costs, simultaneously
The method is applicable to all scale immersed tube tunnels.
Accompanying drawing explanation
Fig. 1 is scheme construction site horizontal layout schematic diagram in the present invention；
Fig. 2～3 be the present invention is assembled into U-shaped steel plate and weld temporary support in inner side, the structure of ribbed stiffener version and rivet is shown
It is intended to；
Fig. 4 be in the present invention in U-shaped steel plate the structural representation of a phase casting concrete vertical section；
Fig. 5～6 be in the present invention in U-shaped steel plate the structural representation of a phase casting concrete transverse section.
Detailed description of the invention
In Fig. 1-6,1, slideway；2, steel plate；3, rivet；4, temporary support；501, hoop ribbed stiffener；502, longitudinally put more energy into
Rib；503, perforate；6, junction steel plate；7, outfitting quay one；8, outfitting quay two；9, slideway district；10, cutting workshop, milling limit；11、
Sandblasting Painting Shop；12, lamellar body assembles district；13, structure roof；14, structure side wall；15, structure base slab.
With detailed description of the invention, the present invention is described in further detail below in conjunction with the accompanying drawings.
Embodiment 1
The immersed tube pipeline section floading condition manufacture method of a kind of box hat outsourcing as shown in Figures 1 to 6, implementation process comprises the steps:
(1) smooth location makes, construction steel plate job shop, outfitting quay and slideway district 9, and steel plate job shop includes cutting milling
Workshop, limit 10, sandblasting Painting Shop 11 and lamellar body assemble district 12；
(2) steel plate 2 is 8mm steel plate, welds in inner side behind steel plate job shop cutting milling limit and sandblasting application and lamellar body assembling
Hoop ribbed stiffener 501, longitudinal stiffener 502 and rivet 3, hoop ribbed stiffener 501 is HW250*250 I-steel or 10mm steel plate,
Longitudinal stiffener 502 is HW250*250 I-steel, and ribbed stiffener 501 and 502 all has perforate 503 reinforcing bar when assembling reinforcement
Passing through, the spacing of perforate 503 is determined by bar spacing, sees Fig. 2～3, and in Fig. 2, hoop ribbed stiffener 501 is I-steel, Fig. 3 medium ring
It is steel plate to ribbed stiffener 501；
(3) being placed in slideway district 1 by steel plate 2, as Fig. 2～3 assembly are welded into U-shaped, upper and lower temporary support 4 is by junction steel plate 6
Connect, afterwards the other end of junction steel plate 6 is welded with hoop ribbed stiffener 501, longitudinal stiffener 502；
(4) inside U-shaped steel plate, assembling reinforcement pours each 4 meters of scopes in pipeline section two ends and pours tunneling boring concrete, and remainder waters
Build base plate, whole mid-board (if having) and bottom 4m side wall concrete, as shown in figures 4-6；
(5) steel end housing, steel end seal wall and guider are installed in two ends；
(6) pipeline section is slipped in water along slideway 1 by jack and winch；
(7) pipeline section delivery is carried out remaining side wall to outfitting quay and concrete roof floading condition pours；
(8) remove temporary support 4, and water tank component is arranged on inner tube segment by post-cast strip and interim manhole；
(9) pour post-cast strip concrete, carry out secondary fitting-out, afterwards by pipeline section torr to specifying position to carry out sinking.
Wherein, temporary support 4 uses diameter 200mm steel pipe.
Embodiment 2
The immersed tube pipeline section floading condition manufacture method of a kind of box hat outsourcing as shown in Figures 1 to 6, implementation process comprises the steps:
(1) smooth location makes, construction steel plate job shop, outfitting quay and slideway district 9, and steel plate job shop includes cutting milling
Workshop, limit 10, sandblasting Painting Shop 11 and lamellar body assemble district 12；
(2) steel plate 2 is 10mm steel plate, welds in inner side behind steel plate job shop cutting milling limit and sandblasting application and lamellar body assembling
Hoop ribbed stiffener 501, longitudinal stiffener 502 and rivet 3, hoop ribbed stiffener 501 is HW250*250 I-steel or 10mm steel plate,
Longitudinal stiffener 502 is HW250*250 I-steel, and ribbed stiffener 501 and 502 all has perforate 503 reinforcing bar when assembling reinforcement
Passing through, the spacing of perforate 503 is determined by bar spacing, sees Fig. 2～3, and in Fig. 2, hoop ribbed stiffener 501 is I-steel, Fig. 3 medium ring
It is steel plate to ribbed stiffener 501；
(3) being placed in slideway district 1 by steel plate 2, as Fig. 2～3 assembly are welded into U-shaped, upper and lower temporary support 4 is by junction steel plate 6
Connect, afterwards the other end of junction steel plate 6 is welded with hoop ribbed stiffener 501, longitudinal stiffener 502；
(4) inside U-shaped steel plate, assembling reinforcement pours each 3.5 meters of scopes in pipeline section two ends and pours tunneling boring concrete, remainder
Pour base plate, whole mid-board (if having) and bottom 3.5m side wall concrete, as shown in figures 4-6；
(5) steel end housing, steel end seal wall and guider are installed in two ends；
(6) pipeline section is slipped in water along slideway 1 by jack and winch；
(7) pipeline section delivery is carried out remaining side wall to outfitting quay and concrete roof floading condition pours；
(8) remove temporary support 4, and water tank component is arranged on inner tube segment by post-cast strip and interim manhole；
(9) pour post-cast strip concrete, carry out secondary fitting-out, afterwards by pipeline section torr to specifying position to carry out sinking.
Wherein, temporary support 4 uses diameter 200mm steel pipe.
Embodiment 3
The immersed tube pipeline section floading condition manufacture method of a kind of box hat outsourcing as shown in Figures 1 to 6, implementation process comprises the steps:
(1) smooth location makes, construction steel plate job shop, outfitting quay and slideway district 9, and steel plate job shop includes cutting milling
Workshop, limit 10, sandblasting Painting Shop 11 and lamellar body assemble district 12；
(2) steel plate 2 is 12mm steel plate, welds in inner side behind steel plate job shop cutting milling limit and sandblasting application and lamellar body assembling
Hoop ribbed stiffener 501, longitudinal stiffener 502 and rivet 3, hoop ribbed stiffener 501 is HW250*250 I-steel or 10mm steel plate,
Longitudinal stiffener 502 is HW250*250 I-steel, and ribbed stiffener 501 and 502 all has perforate 503 reinforcing bar when assembling reinforcement
Passing through, the spacing of perforate 503 is determined by bar spacing, sees Fig. 2～3, and in Fig. 2, hoop ribbed stiffener 501 is I-steel, Fig. 3 medium ring
It is steel plate to ribbed stiffener 501；
(3) being placed in slideway district 1 by steel plate 2, as Fig. 2～3 assembly are welded into U-shaped, upper and lower temporary support 4 is by junction steel plate 6
Connect, afterwards the other end of junction steel plate 6 is welded with hoop ribbed stiffener 501, longitudinal stiffener 502；
(4) inside U-shaped steel plate, assembling reinforcement pours each 3 meters of scopes in pipeline section two ends and pours tunneling boring concrete, and remainder waters
Build base plate, whole mid-board (if having) and bottom 3m side wall concrete, as shown in figures 4-6；
(5) steel end housing, steel end seal wall and guider are installed in two ends；
(6) pipeline section is slipped in water along slideway 1 by jack and winch；
(7) pipeline section delivery is carried out remaining side wall to outfitting quay and concrete roof floading condition pours；
(8) remove temporary support 4, and water tank component is arranged on inner tube segment by post-cast strip and interim manhole；
(9) pour post-cast strip concrete, carry out secondary fitting-out, afterwards by pipeline section torr to specifying position to carry out sinking.
Wherein, temporary support 4 uses diameter 200mm steel pipe.
Above 3 embodiments of the present invention are described in detail, but content has been only presently preferred embodiments of the present invention, no
The practical range for limiting the present invention can be considered.All impartial changes made according to the present patent application scope and improvement etc., all
Within should still belonging to the patent covering scope of the present invention.
Claims (1)
1. the immersed tube pipeline section floading condition manufacture method of a box hat outsourcing, it is characterised in that comprise the following steps:
(1) smooth location, construction steel plate job shop, outfitting quay and slideway district, described steel plate job shop includes cutting milling
Workshop, limit, sandblasting Painting Shop and lamellar body assemble district；
(2) inner side welding ribbed stiffener and rivet after steel plate cleaved milling limit, sandblasting application and lamellar body assemble；
(3) described steel plate is positioned in slideway district welds U-shaped and weld temporary support；
(4) each 3～4 meters of scopes in two ends pour tunneling boring concrete, remainder pour base plate, whole mid-board and bottom 3～
4m side wall concrete；
(5) steel end housing, steel end seal wall and guider are installed in two ends；
(6) pipeline section is slipped in water by jack and winch；
(7) delivery of described pipeline section is carried out remaining side wall to outfitting quay and concrete roof pours；
(8) remove described temporary support, and water tank component is arranged on inner tube segment by post-cast strip and interim manhole；
(9) pour post-cast strip concrete, carry out secondary fitting-out, afterwards by section floating to specifying position to carry out sinking.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610714069.XA CN106120858B (en) | 2016-08-24 | 2016-08-24 | A kind of immersed tube pipeline section floading condition production method of box hat outsourcing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610714069.XA CN106120858B (en) | 2016-08-24 | 2016-08-24 | A kind of immersed tube pipeline section floading condition production method of box hat outsourcing |
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| Publication Number | Publication Date |
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| CN106120858A true CN106120858A (en) | 2016-11-16 |
| CN106120858B CN106120858B (en) | 2018-07-24 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565693A (en) * | 2019-08-15 | 2019-12-13 | 中铁第六勘察设计院集团有限公司 | immersed tube tunnel pipe section pouring method |
| CN111376374A (en) * | 2020-03-18 | 2020-07-07 | 中铁第六勘察设计院集团有限公司 | Floating-state manufacturing method for reinforced concrete immersed tube joint |
| CN113668610A (en) * | 2021-06-29 | 2021-11-19 | 保利长大工程有限公司 | Semi-floating pouring method for steel shell concrete immersed tube |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003213709A (en) * | 2002-01-24 | 2003-07-30 | Taisei Corp | Joint construction for immersed tube |
| CN1884723A (en) * | 2006-06-12 | 2006-12-27 | 中铁隧道勘测设计院有限公司 | Construction method for prefabricating immersed tube tunnel tubulation adopting mobile dry dock |
| CN104947714A (en) * | 2015-04-24 | 2015-09-30 | 中国交通建设股份有限公司 | End sealing door structure for immersed tube tunnel |
| CN105544608A (en) * | 2016-01-27 | 2016-05-04 | 中交公路规划设计院有限公司 | Pipe-joint steel shell and concrete combined structure for immersed tunnel and manufacturing method thereof |
| CN205475326U (en) * | 2016-03-04 | 2016-08-17 | 中铁隧道集团二处有限公司 | A frock that is arranged in immersed tube tunnel tube coupling transportation by driving |
-
2016
- 2016-08-24 CN CN201610714069.XA patent/CN106120858B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003213709A (en) * | 2002-01-24 | 2003-07-30 | Taisei Corp | Joint construction for immersed tube |
| CN1884723A (en) * | 2006-06-12 | 2006-12-27 | 中铁隧道勘测设计院有限公司 | Construction method for prefabricating immersed tube tunnel tubulation adopting mobile dry dock |
| CN104947714A (en) * | 2015-04-24 | 2015-09-30 | 中国交通建设股份有限公司 | End sealing door structure for immersed tube tunnel |
| CN105544608A (en) * | 2016-01-27 | 2016-05-04 | 中交公路规划设计院有限公司 | Pipe-joint steel shell and concrete combined structure for immersed tunnel and manufacturing method thereof |
| CN205475326U (en) * | 2016-03-04 | 2016-08-17 | 中铁隧道集团二处有限公司 | A frock that is arranged in immersed tube tunnel tube coupling transportation by driving |
Non-Patent Citations (2)
| Title |
|---|
| 张薇等: "浅谈沉管隧道施工中钢端壳的制作安装", 《河南科技》 * |
| 王华: "制造沉管隧道混凝土管段的浮动工厂", 《世界隧道》 * |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565693A (en) * | 2019-08-15 | 2019-12-13 | 中铁第六勘察设计院集团有限公司 | immersed tube tunnel pipe section pouring method |
| CN111376374A (en) * | 2020-03-18 | 2020-07-07 | 中铁第六勘察设计院集团有限公司 | Floating-state manufacturing method for reinforced concrete immersed tube joint |
| CN113668610A (en) * | 2021-06-29 | 2021-11-19 | 保利长大工程有限公司 | Semi-floating pouring method for steel shell concrete immersed tube |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106120858B (en) | 2018-07-24 |
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Effective date of registration: 20190214 Address after: 300000 Tianjin Free Trade Test Zone (Airport Economic Zone) No. 36 West Central Road Patentee after: CHINA RAILWAY LIUYUAN GROUP CO., LTD. Address before: 300000 Hongqiao District, Tianjin City, Bridge South East Road Patentee before: Zhongtie Tunnel Survey and Design Inst., Ltd. |